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Question 2 By referring to Figure 2, calculate; i) Top surface width T, flow area A, wetted perimeter P, hydraulic radius R, and hydraulic depth D. If Q = 1.25 m/s, determine the state of flow. Given kinematic viscosity of water at 20°C = 1.003 x 10*m?/s. If length of channel L = 50 m, find total cost to construct the channel. Given excavation cost = RM 6/m³ and lining cost = RM 80/m?. ii) iii) 30 mm 570 mm 1.5 500 mm Figure 2

Question 2 By referring to Figure 2, calculate; i) Top surface width T, flow area A, wetted perimeter P, hydraulic radius R, and hydraulic depth D. If Q = 1.25 m/s, determine the state of flow. Given kinematic viscosity of water at 20°C = 1.003 x 10*m?/s. If length of channel L = 50 m, find total cost to construct the channel. Given excavation cost = RM 6/m³ and lining cost = RM 80/m?. ii) iii) 30 mm 570 mm 1.5 500 mm Figure 2

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question 2 By referring to Figure 2, calculate; i) Top surface width T, flow area A, wetted perimeter P, hydraulic radius R, and hydraulic depth D. If Q = 1.25 m/s, determine the state of flow. Given kinematic viscosity of water at 20°C = 1.003 x 10*m?/s. If length of channel L = 50 m, find total cost to construct the channel. Given excavation cost = RM 6/m³ and lining cost = RM 80/m?. ii) ii) 30 mm 570 mm 1 1.5 500 mm Figure 2
Transcribed Image Text:Question 2 By referring to Figure 2, calculate; i) Top surface width T, flow area A, wetted perimeter P, hydraulic radius R, and hydraulic depth D. If Q = 1.25 m/s, determine the state of flow. Given kinematic viscosity of water at 20°C = 1.003 x 10*m?/s. If length of channel L = 50 m, find total cost to construct the channel. Given excavation cost = RM 6/m³ and lining cost = RM 80/m?. ii) ii) 30 mm 570 mm 1 1.5 500 mm Figure 2
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